The push-out tests have been conducted on the specimens which consist of the steel beam with U-shape section and the cap-type shear connectors with constant intervals. Existing equations for the evaluation of shear connector strength have been investigated on the basis of test results. The reinforcing bars for longitudinal reinforcement and the penetrative bars for transverse reinforcement didn’t have much effect on the shear capacity of the cap-type shear connector. The larger the width of cap-type shear connector was profiled, the greater the shear strength turned. The shear capacities of cap-type shear connectors with constant intervals were evaluated on the basis of push-out test results, and those were possible to be determined with proper safety margin using the Eurocode 4. The slip capacity of cap-type shear connector was shown to exceed the limit value of 6mm for sufficiently ductile behavior.

Abstract
 1. 서론
 2. 실험 계획
  2.1 실험체 계획
  2.2 가력 방법 및 측정 방법
  2.3 실험 방법
 3. 실험 결과 및 분석
  3.1 재료 시험
  3.2 하중-변위 곡선 분석
  3.3 전단내력 평가
  3.4 연성 능력의 평가
 4. 결론
 References

• 오명호(국립목포대학교 건축공학과) | Oh, Myoung Ho
• 이민석(연세대학교 건축공학과) | Lee, Min Seok
• 김영호(엔테이지) | Kim, Young Ho
• 김명한(국립목포대학교 건축공학과) | Kim, Myeong Han 교신저자